Giorgio Proestos

Determining Prestress Losses, Residual Capacity, and Degradation from Testing of Prestressed Concrete Bridge Girders after 56 Years of Service

Journal of Bridge Engineering, 30(2).

A Review of Strut-and-Tie Models for FRP Reinforced Deep Beams

SP-360: Proceedings of the 16th International Symposium on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures (FRPRCS-16). Presented at the SP-360: Proceedings of the 16th International Symposium on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures (FRPRCS-16).

Analytical Evaluation of Deep Beams with High-Strength Headed Shear Reinforcement, Part II

ACI Structural Journal, 121(3), 147–158.

Behavior of External Socket Connections for the Seismic Design of Bridges

18th World Conference on Earthquake Engineering (WCEE). Presented at the 18th World Conference on Earthquake Engineering (WCEE), Milan, Italy.

Behavior of Shear-Critical Concrete Deep Beams Monitored with Digital Image Correlation Equipment

ACI Structural Journal, 121(2), 181–192.

Crack Kinematics in Large-Scale Shear Critical Reinforced Concrete Deep Beam Experiments: Towards Improved Aggregate Interlock Constitutive Models

SMiRT-27. Presented at the SMiRT-27, Yokohama, Division I, Japan.

Development of Optimized Bulb-Tee Girders for AKDOT

(Final Report No. FHWA-AK-RD-4000(202)/ HFHWY00201). Alaska Department of Transportation and Public Facilities.

Evaluation of the Bonner Bridge Girders: Assessing Residual Capacity, Prestress Losses and Degradation of the 56 Year Old Members

(Final Report No. FHWA/NC/RP2021-09,). North Carolina Department of Transportation.

Experimental Investigation of Deep Beams with High‑Strength Headed Shear Reinforcement, Part I

ACI Structural Journal, 121(3).

External Pocket and Socket Connections for the Seismic Design of Alaska Bridges

(Research Report, No. RD-24-03). Alaska Department of Transportation and Public Facilities.

High Yield Strength Headed Reinforcement in Shear Critical Reinforced Concrete Members in Nuclear Facilities

SMiRT-27. Presented at the SMiRT-27, Yokohama, Division I, Japan.

Quantification of shear transfer mechanisms in reinforced concrete deep beams using measured experimental data

ENGINEERING STRUCTURES, 318.

Repair Strategies for Waste Transfer Station Concrete Overlays

[Final Report]. Environmental Research & Education Foundation.

Response of Reinforced Concrete Shell Elements Subjected to In-Plane and Out-of-Plane Shear

ACI Structural Journal, 121(2), 165–180.

Shear Forces Developed on External Socket Connections Under Seismic Loads

18th World Conference on Earthquake Engineering (WCEE). Presented at the 18th World Conference on Earthquake Engineering (WCEE), Milan, Italy.

Shell strip experiments and three‐dimensional model for shear critical shell elements subjected to out‐of‐plane loads

Structural Concrete, 11.

The importance and use of vertical crack displacements for the assessment of existing reinforced concrete deep beams

ENGINEERING STRUCTURES, 316.

Asymmetrical loading of reinforced concrete deep beams monitored with full field-of-view digital image correlation

fib Symposium, 105–112. http://www.scopus.com/inward/record.url?eid=2-s2.0-85142861610&partnerID=MN8TOARS

Concrete Containment Structure Shell Strip Experiments and Single Element Modelling of Shell Elements Subjected to Shear

Transactions, SMiRT-26. Presented at the SMiRT-26, Berlin/Potsdam, Division V, Germany.

Crack Based Assessment of a 4-Meter Deep Beam Test

fib International Congress, 2140–2149. http://www.scopus.com/inward/record.url?eid=2-s2.0-85143916132&partnerID=MN8TOARS

Detailed crack‐based assessment of a 4‐m deep beam test specimen

Structural Concrete, 9(1).

Experimental Investigation of Reinforced Concrete Deep Beams with Wide Loading Elements

ACI Structural Journal, 119(4), 239–250.

Framework for Quantification of Shear-Transfer Mechanisms from Deep Beam Experiments

ACI Structural Journal, 119(3), 53–65.

High-Strength Headed Reinforcing Bars for Use as Shear Reinforcement in Shear Critical Reinforced Concrete Deep Beams

(Research Report No. RD-22-02). Concrete Reinforcing Steel Institute Foundation.

Large-Scale Shear Critical Reinforced Concrete Deep Beam Experiments Monitored with Full Field of View Digital Image Correlation Equipment

Transactions, SMiRT-26. Presented at the SMiRT-26, Berlin/Potsdam, Division V, Germany.

Performance-Based Characterization and Quantification of Uncertainty in Damage Plasticity Model for Seismic Fragility Assessment of Concrete Structures

ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 9(1).

Direct crack-based assessment approach for shear critical reinforced concrete deep beams

fib Symposium, 2021-June, 1398–1407. http://www.scopus.com/inward/record.url?eid=2-s2.0-85134817277&partnerID=MN8TOARS

Direct evaluation of shear carrying mechanisms in reinforced concrete deep beams

fib Symposium, 2021-June, 1700–1709. http://www.scopus.com/inward/record.url?eid=2-s2.0-85134817393&partnerID=MN8TOARS

Field Evaluation of The Bonner Bridge Girders

(Technical Assistance Request Final Report No. 2020-08; p. 31). North Carolina Department of Transportation.

Framework for Crack-Based Assessment of Existing Lightly Reinforced Concrete Deep Members

ACI Structural Journal, 119(1), 255–266.

Response of Prestressed Concrete Beams Subjected to Shear and Torsion

ACI Structural Journal, 118(5), 251–261.

Single element method for modelling reinforced concrete shells subjected to combined in-plane and out-of-plane shear

fib Symposium, 2021-June, 1336–1345. http://www.scopus.com/inward/record.url?eid=2-s2.0-85134815109&partnerID=MN8TOARS

Evaluating the shear resistance of deep beams loaded or supported by wide elements

Engineering Structures, 226, 111368.

Neglecting compatibility torsions in the design of concrete structures

American Concrete Institute, ACI Special Publication, SP-344, 30–48. http://www.scopus.com/inward/record.url?eid=2-s2.0-85110322225&partnerID=MN8TOARS

Smart Infrastructure: A Vision for the Role of the Civil Engineering Profession in Smart Cities

Journal of Infrastructure Systems, 26(2), 03120001.

A methodology for the seismic multilevel assessment of unreinforced masonry church inventories in the Groningen area

Bulletin of Earthquake Engineering, 17(8), 4625–4650.

Reinforced Concrete Containment Walls Subjected to Combined In-Plane and Out-of-Plane Shear Stresses: Experimental Investigation and Sectional Analysis

Transactions, SMiRT-25: 25th Conference on Structural Mechanics in Reactor Technology. Presented at the 25th Conference on Structural Mechanics in Reactor Technology, Charlotte, North Carolina, USA.

Advanced nonlinear finite element modelling of reinforced concrete bridge piers

Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, 1231–1238. http://www.scopus.com/inward/record.url?eid=2-s2.0-85067006371&partnerID=MN8TOARS

Seismic Assessment of Unreinforced Masonry Houses in the Groningen Area

16th European Conference on Earthquake Engineering. Presented at the 16th European Conference on Earthquake Engineering, Thessaloniki, Greece.

The Seismic Assessment of Unreinforced Masonry Church Inventories in the Groningen Area

16th European Conference on Earthquake Engineering. Presented at the 16th European Conference on Earthquake Engineering, Thessaloniki, Greece.

Towards the development of direct crack-based assessment of structures

American Concrete Institute, ACI Special Publication, 2018-March(SP 328), 141–160. http://www.scopus.com/inward/record.url?eid=2-s2.0-85064955408&partnerID=MN8TOARS

­Maximum Shear Capacity of Reinforced Concrete Members

ACI Structural Journal, 115(5), 1463–1473.

Detailing for Torsion Revisited

Denis Mitchell Symposium. Presented at the Denis Mitchell Symposium, Montreal, Quebec, Canada.

Influence of High-Strength Bars on Shear Response of Containment Walls

ACI Structural Journal, 113(5), 917–927.

Predicting the Shear Strength of Thick Slabs

fib International Workshop on Beam Shear, 269–282.

The design and analysis of reinforced concrete shell elements subjected to in-plane and out-of-plane shear stresses

Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016, 695–702. http://www.scopus.com/inward/record.url?eid=2-s2.0-84991738344&partnerID=MN8TOARS

Predicting the Shear Strength of Concrete Structures

Proceedings, The New Zealand Concrete Industry Conference 2015. Presented at the New Zealand Concrete Industry Conference 2015, Rotorua, New Zealand.

Seismic assessment of the full scale four storey E-Defense rocking shear wall Shake Table Test

COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 3117–3126. http://www.scopus.com/inward/record.url?eid=2-s2.0-84942287992&partnerID=MN8TOARS

The Challenge of Predicting the Shear Strength of Very Thick Slabs: Results Support Recommendation to Use at Least Minimum Shear Reinforcement

Concrete International, 37(11), 29–37.

Investigation of shear response of nuclear power plant wall elements using high strength materials

Engineering for Progress, Nature and People, 867–873. http://www.scopus.com/inward/record.url?eid=2-s2.0-84929448579&partnerID=MN8TOARS

In-Plane Shear Behavior of Nuclear Power Plant Wall Elements with High-Strength Reinforcing Bars

Transactions, SMiRT-22: 22nd Conference on Structural Mechanics in Reactor Technology. Presented at the 22nd Conference on Structural Mechanics in Reactor Technology, San Francisco, California, USA.